V. A simply supported reinforced concrete beam subjected the maximum shear forceV=150KN. the section of the beam is rectangular with b×h=250mmx500mm.theconcrete is of grade C30 (f=1.43N/mm², f=14.3 N/mm²) . The transverse stirrup isof HPB235 (f, = 210N/ mm? ) . It is required to design the web reinforcements ofthe beam only with stirrups.( 10mm, Ag = 78.5mm² ) a, = 35mm.nA SV1. NoB. = 1.0, V = a f,bh, + fy ·Data: C30 concrete (f=1.43N/mm², fe=14.3 N/mm²)HRB335 steel (f, = 300N / mm² )HPB235 steel ( f, = 210N/ mm² )ho=465

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V. A simply supported reinforced concrete beam subjected the maximum shear force V=150KN. the section of the beam is rectangular with b×h=250mm×500mm.the concrete is of grade C30 (f=1.43N/mm², f=14.3 N/mm²) . The transverse stirrup is of HPB235 (f, = 210N / mm² ) .It is required to design the web reinforcements of the beam only with stirrups.( 10mm, Ag = 78.5mm²)a̟ = 35mm. nA SVI. No B. =1.0, V = a„f,bh, + fv° Data: C30 concrete (f=1.43N/mm², fc=14.3 N/mm²) HRB335 steel (f, = 300N / mm²) HPB235 steel (f, = 210N/mm² ) ho=465

V. A simply supported reinforced concrete beam subjected the maximum shear force V=150KN. the section of the beam is rectangular with b×h=250mm×500mm.the concrete is of grade C30 (f=1.43N/mm², f=14.3 N/mm²) . The transverse stirrup is of HPB235 (f, = 210N / mm² ) .It is required to design the web reinforcements of the beam only with stirrups.( 10mm, Ag = 78.5mm²)a̟ = 35mm. nA SVI. No B. =1.0, V = a„f,bh, + fv° Data: C30 concrete (f=1.43N/mm², fc=14.3 N/mm²) HRB335 steel (f, = 300N / mm²) HPB235 steel (f, = 210N/mm² ) ho=465

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.7.3P

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